HomeMy WebLinkAbout1999-012011 - new septic ••, PERMIT
��ITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway - P.O. Box 66 - - ° ��
Crystal Bay, Minnesota 55323 Permit Number: _ , _ =� ��"� ! -=°`�
(612) 249-4600 Date Issued: _
SITE ADDRESS:
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DESCRIPTION:
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REMARKS:
FEE SUMMARY:
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CONTRACTOR: ._ :—-,,,.; __ OWNER:
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APPLICANT/ R SIGNATURE ISSUED BY:SIGNATURE ��
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CITY OF ORONO SEPZ'ICSYSTEI�XP�R�I�IITAPPLICATTOY
Box 66 (2750 Kelley Pazkway) �
Crystal Bay, biN 5�323 . � .
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JOB.STTE ADDRESS: _� �`�t O � . . : . . . .
. � : Occupa.nc� Type: ~ Residential` ��� : Commercial �� _ -�OtherT� :. . :
. �,-
Permit T��pe: Ne�v or Replacement System, �100.00 �
Repair Existina System, - � 50.00
(Tanks or Drainf eld)
0.50 State surcharge added to above fees -
•
. *See fee schedule for non-residential permit fees
Owner's i�fame• +�<:,�: • t�J ; � ( '�w• s Fhonei\Tumber: �
• g ddress: tf 3 �v G� �" �.,�-,e City: �.�c,-�-�-o �'�='� jz3
IVlaiun A Phonelti'umber: c!�r -�����'
Contractor's I�'ame: �w�+�t�� ��-``�`��'�""` Ci : �P� �
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Mailing Address: -z� �
. DO 1TOT i1�IAIL PA�LENT �4'YTI'H THIS APPLICATZO�T -
GE\rERA�L IiYSTRUCTTO�iS �. � . � � � . �
1, ` Applications for septic�system pennits may be mailed or submitted i.n person at the Ciry
Offices; however, permics will no[ be.mailed out. The permit must be picked up in
person at the City Offices and work must not begin unless the permit cazd is on the job
site. � .
2, permits will be issued only to contractors holdin� a City of Orono Septic System
Installers License. .
3, All work must be done in accordance wich the approved sept�e YCim of O ono S pt c
reports are not considered approved unless accompanied by tY
� System Approval" cover sheet si�ned by the City InsPector.
4, : The followin� inspections will b� required for all septic systems: _ � � :. . �
� � �,, pre-inscallation site inspection to include inspector, i.nstaller, and general contractor.
B. Tank installation prior to coverin�. � ection is required
C. Dra'uLfield trench ins[allation prior to coverin�. For mounds, insp
after rough-up but prior to sand placement (sand will be jar tesced for silt con[eac),
� and a�ain durin� pressure distribucio cove de chs and to nfy tha al PumP S�uOII
D, Final i.nspection to venfy proper final p
(where required) components are functional and comply with codes.
5.
Iridividual holdin�IviPCA Installer Certificate shall be present durin� inspections: A 2`�"
hour notice is required for all inspections.
� . � . � �
1�
NOTE: 'Applicant rriust initial alI spaces. Fill in alI appropriate bIanks, check all a ro riate
boxes. . pp p
. -; • . :
-? 1. I have received a copy of the system desiQn includin�
� Septic System Approval Cover Sheet. J � �e Ciry of Orono
�i/ i i _... . � . -
�` � 2. I �viIl be�iastalliFi,..ttiz followinQ: � . .
A. Tanks: �%precast Concrete Ocher
iylanufacturer � �y"�.i,�i ,�
Tank Capacities: 1) 5 L<% QaI. 2)/��I�F� - �al. 3).�_ oal.'
. � i=1c;�J o ,
- B• Pump Station (if required)
Pump make & model (�c�:.1�� . �� c 3 i � (attach pump curve &
literature ; s stem desi�n re u�r e s �� gpm at ,
� y � q � �_ �_ feet of head.
. Hi�h tivater alarm make & model �,,� �,�,,�
� electricaI work to be com Ieted b • Outside
P Y � installer t.-----� electrician
other . Inside electrical work musc be completed by
eleccrician. �
� C. Trea[ment System:
� Trenches; s.f. L''"� Mound
Depch of rock below pipe " Rock bed dimensions '�G .'x s�� '
� Drop Boxes � Sand bed dimensions y�� 'x��' -
Distribution Box Pressure Dist. Pipe Diam, i z "
� � .Maniford Pipe Diam. �Z.`_� "
D. Final Cover/Topsoil to be: _� ,%��o�otved from site
�show location on sice pla�)- �
�- "�trucked in
The undersi�ned hereby applies to the City of Orono for issuance of a septic system installation
permit, agrees to do all work in strict accordance wi[h the ordinances of the City and the
. regulations of the State of Minnesota, and cenifies that all statements made on this application
are complete, true and carr�cc; .,
� _ ._.
Si�natureofApplicant: :z._ �_ --- - - - ` � f� � -, �
. . Date: �C. � /
MPCA Certification No.: �� � l.J . . - �
Staff Reriew: Ap ya1 be�� �
� ReFiezver: Date:_ ��—l�- 9
Reason for Denial• � �
, �
� "- ' SEPTIC SYSTEM APPROVAL
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�� � ,' G �� Strzet Address: �iailinQ Address:
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��Eg�p � 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystai Bay, MN 5532'-0066
Owner �,c���G hl,`lli;��+�5 Phone (Home) (Work)
Address �3yG 6f'^ �v� City �2cn;i,i State �1,�i Zip
Site Evaluator 5-P i�s��'n n State License# 3� Phone# �l9 7-,3�b 6
Type of Establishment: Single Family x Multi Family
Commercial /�e Garbage Disposal Yes No
No. Potential Bedrooms � Est. Gallons Per Day y S�
Water Meter Required: Yes No� Soil Sizing Factor . 8:3 ;YS � _ F- z
Perc Rates P-1 r'3;'Z P-2 �, P-3 P-4 P-5 P-6
Restricting Layer Depth B-l� B-2 22" B-3 2�" B-4 B-5 B-6
Type of Treatment System:
Standard_� Experimental Alternative
Pressurized Mound System X_ At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
Holding Tank W/Alann
Septic Tank Size � 0 a/ Sc�-' •:l #of Tanks 2 Lift Tank Size !c,�D"
Pump Brand �- "�"���R;GPM ,�?�j Head 2y
Treatmen� System:
Minimurt�jp X 37' .� �{2��� Square Feet with � inches of rock below pipe
Type of covering abric�_ Other �
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan.
A permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector(249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
. fencing must remain in place until final site grading. Approval to pour footings will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KI'vD is allowed within 20'of tested drainfield sites ever.
ACCEPTED X DEI�tIED By the City of Orono subject to existing regulations and
the follo�vina conditions:�,',/� �J�b�,� �; S�� s�t-6�•� te �,e�l, �`s�r,��k- f� �tF;vi�l�o�'s c�e�l �u{
�� 'f"C 'QSf �( — -- �/)Yl!�� ` cS( ��' ri'9 - . � ' t� L1C�L1��(
w�1( (Q.L �,��,f �c,�;.1� 'FGu.uJ S�=� �'�+cics. �
� By: �:� -�'�Gz
C ' ence, On-Site Systems Manager
Telephone(612)249-4600 • Fax(612)249-4616
��, '
S�P TEST/NG� ��C. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX (612)-497-5011
State License#:i94
August 11, 1999
'�u�s,�p y-�S�� �S
Craig 8� Lii Williams
4340 6th Avenue
Orono, Henn. Co., MN
This site has an existing on-site sewage treatment system which is Gassified as failed
due to not meeting the required 2' separation from the bottom of the system and the
saturated soil. The system is also surFace discharging which is classified as an
imminent health hazard and must be repaired or disoonnected within 10 months.
This on-site sewage treatment system is designed for a Type 1, three bedroom home, in
accordance with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances. Approval will be needed to be A 0' away from the west property line with the
� system.
The well on this site will need approval to be 50' away from the system &the well to the
west will need approval to be 70' away from the system. City code is 75'.
The soils on this site are SCS soils mapped - EnB - Erin loam. The seasonally
saturated soils were located at 18" to 28" (mottled soil). Due ta the seasonal{y saturated
soils, a Pressurized Mound System will need to be installed to tr�eat septic effluen#. The
bottom of the treatment area must be located at least 3' above the saturated soils.
The soils at a depth of 12" have a perc:olation rate of 13.2 mpi.
The existing tanks are small aocording to the pumper, 550 & 750 gallons. The tanks are
below the concrete patio and will need to be abandoned, pumped and filied with soil. A
Class 1 Multi-Flo, Aerobic Wastewater Treatment System which is classified as
standard under Minnesota Chapter 7080 rules will be added to the system. The highly
treated, filtered effluent produced by the Multi-Flo is over 95% free of the normal sewage
1
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contaminants that cause the progressive failure of conventional systems. The unit will
be a 500 gal/day. A 500 gallon trash trap is installed in front of the Mutti-Flo. The unit
requires to be serviced 2 times a year which will be done by Schirmers Wastewater
Treatment Systems, Inc. A 2 year service & parts warranty comes with the purchase of
the unit. After that time, the homeowner is required to carry a Service Contract at
$100.00 a year(1999 price). A report is sent to the homeowner, city, MPCA& Multi-Flo
yearly. The trash trap, Multi-Flo and pumping chamber will need to be pumped when the
setable solids reach 50%. This will be determined at the time of the services.
A new 1000 gallon lift station will need to be installed.
A pumping chamber will need to be installed to lift the effluer�t to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather proof enclosure. A waming device must be installed with a light
and sound device, this is in case of a pump faiture.
The manifold and suppty line pipe must have back drainage to the pumping chamber.
The distribution pipes shall have their ends capped. Be sure the rock and sand fill
material are clean. The sod layer below the entire mounded area must be tumed over,
just break up the sod, be sure not to over work.
Keep all heavy equipment off of the proposed treatment area before and after
construction. The treatment area should be marked off before construction. This
Design is not valid &the system wil! need to be relocated if failure to protect the areas
proposed for On-Site Sewage Treatment occurs.
With proper installation and maintenance, this system should have no problem in
treating septic effluent effectively.
Nothing other than human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Iron filters must be diverted out of the
system. Garbage disposals are not recommended, due to adding more solids &fine
solids passing through to the system. Excessive amounts of soaps, anti-bacterial
soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic
effluent. Additives are not recommended. Recommend to pump 8� clean your tanks
through the manhole by a certified pumper every 2 years. Check with your pumper to
set up a schedule.
C J" _ �•
Steven B. Schirmers
2
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`t ��r iricrmai�on.Afl work shall be d�a. ��os��_ LvuJ _ X
zoning p.�,•,��.c� / q�.o 3 �Y
These comments ar2¢�r Y 4 ,. ,�_'ie build`s9 a� �� � r�
� {ance w;t�; ��j a��r,;�"� itica1P noted in this review. Lµ,,q„�.��� � ��.a L �
in fuit compf �T n�SITE AT AL1.�jMES 3�3,1� � �
not s ec
r�aments incVud'+n9��e S�� - �.9o.s 1�10�L -0
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�('g m % '�UQ o� L,�R'�x1-v� ��= 4� P�20PERTY OF= C����+- ! I Z���L��Av�-
s��� �`_/o o � �Pe�colotion Tests Scole�
�$oil Borings 4-34-0 ��� F�v F(�J��_
�Bencl: Mork p(Lo�O �E,�I�1_ Co - � r���l
Note� This system is to be construcied to meet
the M�nneso�o Pollution Control Agency S-P rEST(�VG/ C.
- Chapter 7080 & Local Ordinance '
Devgned By: ��,�i .
. Note : Check all underground utilities po�a �/�/�, '�.6i2-497-3566
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SET- BACKS ��� w ���cJ
HOUSE System must be� � �
Tonk �o� from proPerty Gnes �F-�--��n� c���S�� w�oT�-'r ,
'is' from w�elts
�� f rom b:Ggs.
_�•�; Treotment orea =�from bkes,_�streams
TreatmeN oreo ���from p�operty Gnes ��'P'0''"'���°� S`"'tches must be located in o
- M/�r��{ocEs �:•.�+ 1�." �S• weathpr proof endosure aAside the pumping chomber and ma�te
from we(ls
_� LiALCFr�t,. .zo �from bldgs.
?� :� 9�9- io trom trees SOIL 80RIn'G EI.EVAl10NS
'-� � � � ;� : - � . i�' �� .
1�rnin: ' . THIII El.-L:a �
. 50.� qo.s � n�0- ra�e 3%TH. 2 EL.1Q1_.y
� - Tonk � �. — � _ �a� - 9 �°�o TH"3 El.:2_y
Orop to Tonk S�,� sT�°��•� . . PRESSURE �ISTRI8UT10N MOUND SYSTEM
►..��L-�- TH,�tr EL:
N�in.I"io 8� � � ��'T ��unnp;ng TH`5 El.-
Max.l"to4� � �f�4 't�i 1-a`LS SN'A�-�-o� Chomber EI.NATIOV at PROPOSEO PUMPWG
,4•�lo fi�da:pi e � ��'Bo CHANBER 9�0�,�•^^Q'��.D
P �� _��,ao a-�t'��'a.'���s�.�-ca�.�-=��.o----
SYSTEM OESlGN -MOUNO . • 10 s� o� �cT ,� •� 9 i.q _.. _
. << '� �,+►e ." _ " _ q�.�
ZYPE-y,3 gEpROpM , Average percolation rate 1��minlaxh (design.83sq.ft heofrnent area pecgot.of daily sewbge flow) �-eoU,�.o A-s-��c�x�N�Y�w�4 c.V4v�f�-.93.5,1a4-�►�`>>.�
4 o gal./doy x.83sqJt/gd3?�.sq.ft.of UrEetmer�t area +IA°fs�-- sq.ft. (.=IOftwidth=� _fi.lengih of bed area*side slope�un -�ito I x�heigtt=�-� ftx�5�.ftlaui''°re°necded)
me
Ctean rodc needed- 3�sq.f�treotment area x /.v depthuf rodc=�a.ft=27=�_a.yds(3/4'�to 21��da. ,induda 2'�of rock above p'�pe) ��� sa�.s.o v�v-l� /•Sd � .
c�AY�s_� qean sond fdl below rodc needed 12_cuyds. o x. sor�dy bam bodc fdl.L�w.yds,appcox., topsoil 6��3 4v.Yd._��°]:�7►t��o_�a.r�.�p `i.oho -{o -foe�»- '�.� . . Gi�.�{q s
cw Asta�-�o PPro . --- �-� - . .- - - ..' . . -17�".�oos�f'1u,=.:�" Fitt�)
Number of tanks requred__1___, lst tonk�_ ol 2ndlanSc '-"'gal.minitxn�s fws 4,..�tnP��� LHAmt�E���W:�co.�4 �ovF- $Ec,o� u�-*�-r� .
-f�qS}�. • Y�Jtis�p '�-dS-S�
Pumping ch�mber copocity- 25'/0 of dady sewoge of��gal.11'�- gal+rese�ve s�cnge of 15 Og��l/8��gal+p'ipe bodc dronoge— pRpPERTY 0�:� �� ,�-z w��-�-�An
of 1`d gal./IOOIin.ft.of3�dp.svPdY Pipe, 1'u�.ft�eededL�_, .��gal.fmorufo� 1`� gd1l00fv�ftof�.�da.p'epe.frLftneeded�, Z- 9��• . 3 co�T}' i�J'�.
totat oopacity needed S�� gal(P�us area forpump) �s�r*",n. coo 9a1.caP. � o�o � � . � . do •
Oistribution PiPe.L�3.�6a. ,�Cnft, �_��da.periorotans��apart �
Pump s¢e�hp. (pumpable capacityL2_gol.4cydes/doy) t,Lc�o a y .' H�t�o Pa�ss _��c�3P'�'� a9 ao,11 t,�,.n. $—p TEST�NG NC
. , .
_ Note� �Vhen ooRslrucling bed r- , this areo� shoub be shoped Note= Oistonce trom treotment o�ea 10 n�ghbaing we�ts— � Oesiqned 9y� 5��'
to dnrert run-otf from entering treotment oreo, b'�%�=�"'a'�- -�1�-tai-S loa PH. 612-497-3566
�l �l 7 0' w�Es T Oete=.���1��3,
� • MOUND DESIGN WORKSHEET
� (For Flows up to 1200 gpd)
c r
A. FLOW F.sda�tea sew.t.E1o»a in G,uoni p�r a�r
Fstimated 4Sc� gpd rn� �i �cy�n �cyv�m �v`
or measured --� x 1.5 ==gpd• �
4 Q00 �37�3 2� nlua
B. SEPTIC TANK LIQtJID VOLTJiV�S s ,� „� � m
��o.c�_gallons-�s� -� 6 90o szs m r �
1 - 5�d�+1 f'�ati.�� —'�-V u?��T• i 9 t030 600 770 �a
! ; i 1200 613 � �� I
C. SOILS (refer to site evaluation) ' i '
1. Depth to restricting layer= ����rinches_feet �.� �� �-,� � -��!.
2. Depth of percolation tests= ���' u►�� '''°°" `'°'°'' °"'"°'''" ��'�`
c.L� w�Y►-� Percolation rate J 3�z- m i '��: �� �� ;�
3. Texture P s,.. �� � ��
4. Land slope 3 "�D �o % t.t�r taoo �aoo
D. ROCK LAYER.DiMENSI NS
1. Multiply flow rate by 0.83 to obtain required area of rock layer. A x 0.83 =
� y�o gpd x 0.83 sq. ft./gpd = 3?�sq. ft.
2. Select width of rock layer (max 10' if<120 mpi max 5') = i_ft•
3. Length of rock layer=area+width= �.� .w . ."
� 3�_sq. ft. + �_ft• _�2_ft• �`•,����'�'� ,* ; �
Width !o ft ' � . .
<120mpi <10' Length 3 � ft
>120mpi c5'
E. ROQC VOLUME
1. Multiply rock area by rock depth to get cubic feet of rock;�sq. f� x •� �
ft. _�L,cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
�,cu. ft. +27=_1��. yd. !
3. Multiply cubic yards by 1.4 to get weight of rock in tons;l�cu. yd. x 1.4 '
ton/cu.yd. =aJL,tons.
F. ABSORP'I'ION WIDTH AbsotpdooWidthSt��Yble
1. Percolation zate in top 12 inches of soil is 133 mpi ���m ��TQ� �� ��w '
Texture G��-f u��w� cM� 'a�� �ra�°�
pa.�e.m..q� c,o.r�.s.ea t so �.00
QI b 3 Saed 1.20 1.00 �
.2. Select allowable soil loadin rate from table; a�p s Fla s°°° a�o �.°°
g 6�o iS SeeQp Le�m 0.79 1.32
� �d�l�- , �Ia43 SfhLam 030 i40
�6 a 6p {,o�m 0.43 267
3. Calculate adso tion width ratio by dividing rock layer �'°"a'"'�120 � '° 6:°
rP
loading rate of 1.20 gpd/ft2 by allowable soil loading nte;
1.20 gpd/ft�+ .� gpd/ft�= a-��
4. • Multiply adsorption width ratio by rock layer width to get
required adsorption width;
�x.1�_ft= a_�.� ft
C. DC)WNSLOPE BERM WIDTH $°�- �°"�`1�
1. If landslope is 1% or more, � �.,.: �
,;��:.�.: ,:.:�:: r ;�,::�:�:�. �
subtract rock layer width from adsorption width � .� '�^`.`^ ,�
.S,,x��C=.Z�,-�X' Rock 1',. ,j'P:.r'•.i;:PtiK c��.�',`p:'.
. to obtain aunimum downslope berm toe {c�su►a �:-;t,.:}; �.j��N. ;N;`�;..a.�.�:�;:�
�- -�`��''A�ii."•,:.r, 6`Topaoil
��.� ft-�ft=�Z feet ,� a7o '�
w.
2. Calculate Minimum mound Size
a. Determine depth of clean sand fill at U�� °°"""1�"nae��
upslope edge of rock layer. i�'� R� ���,w�a�,
Separation 3' - �. � ft= /.� feet
b. Add depth of clean sand for separation(2z)
at upslope edge, depth of rock layer(1 foot)to depth of cover
(1 foot) to find the mound height at the upsloge edge of rock layer;
1,�ft+'lft+ lft= 3•5� feet - �,�� -
. ...: ..., . ...
c. Enter table with landslope and�upslope bernn •�:';;Yup:ia�w�a�, : .�:.. ::: :���::::` �
ratio. Select berm multiplier of �.t� . '� <..':.:�:�:'::;;:;````� . .�'
Upslope wdw�::?a�x:�o�;�'• Rocfc Bed }a�ox4la�=: �Upslope widc� .-:
d. Multiply berm multiplier by upslope mow-�d _.�� ,.. �� ��� wcar� �a�-�� ,.�_ :;. �,-
p�� 40 • ��'!�,' . � s+:. 4= �<:.,. . : .:.. .:.• :.
hei t to find upslope berm width: � - .�ti::�`;:";�:" °•��:�� �' ;�a��'���'a�` ;��,�r��;„.��.. � ,::��:.:- �i
O" E ' '� x ��M
�_x.�.��=J3_feet t ` = 1 fi a,=f �,,��,���ns ,�,+*,w,4 + ,s,,�,�",�fi,� ,,`t x
� L c. M .Lc �v+ +irA.��lr''���'�i C v. �y���y
t t .�,i r ,i ti a i��;K.f1'rh�'� �� r������i�t .
e. Multiply rock layer width by ' "
K ,,, �s ,.aX ..�
` � 1 �� h},a {11( �'.l� `�... ./� -!�� .
landslo e to determine dro in elevation; F ` °o"R'�0��"'d�'���'�;��tY,� ^
p P a�sorpnen w�dr�L� .-_:';.0
l0 x 3 %+ 100= � 3 feet .t�s�=-�.�. �t -� , �; ��r�,;� s���, �-���'�' '
..��.,7 il �. .T:.�:.t� ��h)-:u�Y~�,.�..,_ -..��'.h�:rr ...• ' .
f. Add depth of clean sand for slope � Tow�,�,Z�,
difference (2e)at downslope edge,to
the mound height at the upslope edge
of rock layer (2b) to find the downslope heig.�t;
��ft+�ft= ��feet ��� ���''"`�'
g. Enter table with landslope and downslope berm ratio. Select 3.�3'` 3,'f � ! �
berm multiplier of y.S4 �•� '` S.�z� = aa'
h. Multiply berm multiplier by downslope s,ound height to get
downslope berm width:
4.5� x,,��,=J,'1 f eet BERM SLOPE MUL'TBI.�RS
i. Compare the values of step G.1�_
and Step G.2h�.2_ '�'� ���r�.�� ��pi.�
Select the greater of the two values as the �% �����a� ���
downslope berm width; I��� ��.'� feet
j. Total mound width is the sum of � � � � � � '� � � '
0 3.0 4.0 S.0 6.0 7.0 3.0 4.0 S.0 6.0 7.0 8.0
upslope berm (G.ZCi� ����o�+ ��3 1 3.09 4.17 3.26 6.38 733 2.91 3.85 4.76 3.66 6.54 7.41
width plus rock layer width(D.2� Z 3.19 4.35 S.S6 6.82 8.14 2.83 3.70 4.34 5.36 6.14 6.90
plus downslope berm width(G.2i); 3 3.�o a,sa s.sa �a2 s.sa z.�s �a.3s s.os s.�9 b.as
13 �♦ �0 {�♦ )'� {'f= �� o feet��T 4 3.41 4.76 6.25 7.89 9.72 2.68 3.43 4.t7 4.84 5.46 6.06
k. Total mound length is the sum of upslope s s.ss s.00 �.� s.s� io.r �.ai 3.33 a.00 a.�z s.i9 s.�i
berm width(G.2d) plus rock layer length(D3) 6 3.� s.� �.ia 93a �Zm zsa 3.z� s.as a.ai 4.93 s.a�
plus upslope berm width (G.ZC��; 7 3.80 5.56 7.69 l0.34 13.73 2.48 3.12 3.70 4.23 4.'f0 5.13
�,3� ft+�,�ft+ � � , ft= �feet $ 3.95 s.ss a.ss i�.sa is.s� x.az s.o3 s.s� a.os a.a9 a.ss
�' � � 3•� a�� 7(i 9 4.l I 6.25 9.09 13.04 18.92 2.36 2.44 3.43 3.90 430 4,65
�„ 10 4.29 6.67 IQ00 15.00 2333 2.31 L86 3.33 3.75 4.12 4.44
Final Dimensions. ll 4.48 7.14 ll.11 17.65 30.43 2.26 2.'78 3.23 3.6t 3.95 4.26
� 12 4.69 7.69 1230 21.43 43.15 2.21 270 3.12 3.49 3.80 4.08
y i X �4S
ptnyrp��E�ON PROCEDURE
A. Determine pump capacitp:
Gravity Distribution
1. Minimum suggested is 20 gpm
2. MaXimttal5uggested is 45 gpm � Pertoratlon Dtec�u:ga ia GPM
Had Perforation dLmeter '
pressure Distibution 3 feet i�+ches
3.a. Select number of perforated laterals � 32 � �
b. Select perforation spacing a 3 fee� �.oa o.sb' oaa
c. Subtract 2 h.from the rock layer length. is o.69 0.90
3'�,,,-2 fc._��fee� . 20� o.eo i.oa
ltedc Vrv
d. Det�e the number of aces between perforations. a vae�.o toot�►gte t►oa►es.
L,ength perf.SpaGislg=�ft.+ �•�f�_�L SPaCes b Use 20 feet tor aaythi�g else.
e. .L3,spaces+1=1�perforations/Iateral
f. Multiply perforations per lateral by numbez of laterals to t 1 y
get total number of perforatlons.� x ���_�perforatioas.
8• � X '�-�-�- r'���''
� SELECTED PUMP CAPACITY . a� gpm
B.Determine head requiremenb:
1, Elevation differeace between pump and point of discharge.
�_feet
2 If pumping to a pressure distr�ution system,five feet for pressure s°"°�'m'""'r'°`°'
required at manifold if gravity s tem,zero. �o�
s feet �"'a�.'"�a'
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. �,,,,,,,s�
Read frictfoa loss in feet per 100 feet from table(F-14). �`�'
' `/ ....... .. .
F.L=�f�/100 ft of pipe ' . 4S b
b. Deteraline total pipe length from pump to discharge ....................................
point Estimate by adding 25 percent to pipe length for fitting
loss,or use a fitting loss chart(F-15__feet).
Equivalent pipe len 1.25�rnes pipe length= . •
�,.�x 1.2s= 1SSo feec Friction Loss in Plastic Pipe
c Calculate total friction loss by alultiplyiag
friction loss in ft/100 R by equivalent pipe length. � Nominal
Total friC�oilloss a ). � X 15'So +100=_�_feet pipe dia.
4. Total head required is the sum of elevation difference, �OWm� 1s" 2" 3»
special head requirements,and total friction loss. �
20 247 0.73 0.11
�'�+�_+ a ' 25 3.73 1.11 0.16
' (1) (2) (3c) 30 .523 � 0.23
35 6.% 206 0.30
40 8.91 264 0.39
TOTAL HEAD �_feet 45 11.07 3.28 0.48
50 13.46 3.99 0.58
C. Pump selection � , 5 60 o si
65 6.48 0.95
- 70 � 7.44 1.09
. : ..��� wAlil�.���In�Y�1�•�k 9e �� f1l Y . : '� .
1. A pump inust.bejselected to dehver at::least' �
; d�l �-gpm (Step A),with at;least ��feet�of tolal•head (Step B).
, . . .-';�h' � .
. •.
� .7-P TESTING� �NV. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX • (612) 497-5011
State License#394
LOGS OF SOIL BORINGS
Craig & Liz Wlliams
4340 6th Avenue
Orono, Henn. Co., MN
Borings completed on 7-27-99, with a hand bucket auger.
BORING NUMBER 1- EIev.100.2 - MOTTLED SOIL AT 18" - no standing water present
in boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 18" Brown clay loam 10YR 5/4
18" - 34" Rusty brown clay loam 10YR 5/6 - mottles 7h,6/8
34" - 48" Rusty brown loam 10YR 5/6 - mottles 7/1,6/8
BORING NUMBER 2- EIev.101.4 - MOTTLED SOIL AT 22" - no standing water present
in the boring.
0 - 6" Topsoil dark brown loam 10YR 3/2
6" - 10" Gray brown loam 10YR 412
10" - 22" Brown clay loam 10YR 5/4
22" - 30" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
30" - 48" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8
f
BORING NUMBER 3- Elev.99.4 - MOTTLED SOIL AT 28" - no standing water present
in the boring. _
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 16" Brown loam 10YR 4/3
16" - 28" Brown clay loam 10YR 5/6
28" - 48" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
� CERi;fICATTON N0.627
STATE LIGENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P TestLg� nc- on 7-28-49 starting at 12_07�m• �
Test hole location R%illiams,4340 6th Av�,Orono
Test hole number1, Date test hole was prepared 7_27_99•
Depth of hole bottom 1�inches. Diameter of hole¢inches.
SOII.DATA FRO�i TEST HOL.E
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Brown clay loam
Method of scratching sidewall is 1��, Depth of gravel in bottom of hole is Z_i�.. Date and hour of initial
water filling 7-27-99. 1:00��. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sinhon.
Maximum water depth above hole bottom during test is�inches.
Measuremerrt, Drop in water levei, Percolation rate,
Time , Time interval min inches inches minutes inch Remarks
11:57 refill 6
i
12:07 12:37 6 2-5/16 13 30 min
12:42 1:12 6 2-1/4 13.3 30 min
1:13 1:43 6 2-1/4 13.2 30 min
I
Percolation rate=1�,Z„�linutes per inch.
� CER'��ICATION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing*Inc.on 7-28-99 starting at 12:08Fm-
Test hole location Williams,4340 6th Ave., roeo.
Test hole number� Date test hole was prepared 7-27-99.
Depth of hole bottom 1�inches. Diameter of hole¢inches.
SOIL DATA FROM TEST HOL.E
DEPTH,INCHES SOIL TEXTURE
0 - 6" Topsoil dark brown loam
6" - 12" Gray brown loam
�
Method of scratching sidewall is$pif�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 7-27-99, 1:OO�m. Depth of initial water filling is l�j�h.�above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si,phon.
Maximum water depth above hole bottom during test is�inches.
Measuremerrt, Drop in water level, Percolation rate, �
Time Time interval min inches inches minutes r inch Remarks �
11:57 refill 6 �
12:08 12:38 6 5 6 30 min
12:41 1:11 6 5 6 30 min
1:14 1:44 6 5 6 30 min
i
Percotation rate=�,9�ninutes per inch.
_ , •.
�:;Es�:'�'ICATION N0.627
ST�4TE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, nc,on 7-2�99 starting at 12:09pm.
Test hole location Williams,4340 6th Av�,Orono
Test hole number�, Date test hole was prepared 7_27_99•
Depth of hole bottom�inches. Diameter of hole�inches.
SOIL DATA FROM'I'EST HOT.F
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Brown loam
Method of scratching sidewall is kpif�. Depth of gravel in bottom of hole is 2 inch�. Date and hour of initial
water filling 7-27-99, 1:OO,pm. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si hon.
Maximum water depth above hole bottom during test is¢inches.
MeasuremeM, Drop in water levei, Percolation rate,
Time Time interval min inches inches minutes r inch Remarks
11:57 refill 6
12:09 12:39 6 2-7f16 12.3 30 min
12:40 1:10 6 2-7/16 12.3 30 min
1:15 1:45 6 2-7h 6 12.3 30 min
Percolation rate=1�,��ninutes per inch.
n�ru�r�•F�o
INSTALLATION REPORT
DATE INSTALLED �� — a � -�`� C3P0 S12E 50 O SERIAI N 1 4 �� 3
OWNER/USER ��2 G�a41 , ��v����AmS PHONEN �► � - 4�S-o�7�
ADORESS: Street y 3 "►� ��N A'J'� � Go„-�� �('�
City u� County �-►'�� - State �� Zip SS
LOCATION DIRECTION: ��� �� W p�'�¢�ow� `� M �'c``���'K� ��-
MULTI-FLO DEALER <<v'`"p�*^-'�'�S wA'`-j?� w�'fr�CL-p}�ONE N L1 � - 4q7 -3Slo(o
ADDRESS: Street � � � ��b� � � . ��' _
City 5� N1 �G b����_ State M �I Zip rS3� L,
APPROVING HEALTH DEPT. � �'�`� �'� �'���
ADDRESS: Street �'-�• �D� ��
c+cy L"�`'�s'���- '��`� Scate M � Ztp sS��3
SITE DATE
TERRAIN: HILLY � FLAT LOW
TYPE OF DISCHARGE: SURFACE OIRECT INTO
SPRAY IRRIC3ATION RETAINED ON SITE
SUBSURFACE � NO. FT. FIELD LINES
FACILITY DATA
NO. BEOROOMS 3 NO. FULL BATHS_a2w NO. HALF BATHS
DISHWASHER 1.� GARBA(3E DISPOSAL WATER SOFTENER �/
ESTIMATED FLOW PER OAY ���
OTHER OETAILS ANO INFORMATION: �b'o'� '�� '���b��'� �e�+-+�e.
ELEVATION EfF�UENT DISCMARGE lAYOUT-AERIAL VIEW
(Snow Locatlon of F�clliy and Layout ot Pl�nt Inft�llation)
�w6�.�.
! r+ousE H°'"'�
�� �
�� ' � ��' M
' �s, aa*a
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,a�
500 1. ,
M ►- � '
:
....,r,��M J+�rt;S t.�;;,.:. Y� .:"fi�`�;l'r.... .. . .�,.;. 1,�:.. . �...� �.� .
� r �f� :Y4 R !t� x x���ij � .
����� ���n�• �:Lh;.Sr - .., d .i",� '� �`' .� , '
,
�'��'� ' ' � 2324,E.River,Road.,Deyton.Ohio 45439(513)293-1100 � o M o 0 4-7 8
Waste�'r�atment' �istema Inc. .
DATE TIME
CITY OF ORONO CALLED w 1� '2� �,Dp
INSPECTION NOTICE SCHEDULED iD --?� ���
PERMITNO.C�lZ�1/ COMPLETED
ADDRESS�'�`�� �r X+L� 01 V�- IV�
OWNER Iit1 ( ` � l 14-u1S CONTR. ���I E�S
TELEPHONE NO.
� DESCRIPTION �OC�� ���
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
h
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MA T. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC tNSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS: lO�K 37�
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� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ` pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �- CITATION ISSUED
� INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call f e ne inspection 24 hours in advance.473-73�J7
OwnerlCont a r o ite:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED /0-z 2, �
PERMIT NO. 2d conn LETED
ADDRESS `��3=1� si�c{-ti �j v� ��
OWNER �L"�1 I t t� 5 CONTR.����-5�
TELEPHONE NO.
� DESCRIPTION ��-S
iy� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPIJC MAINT 21 COMPLAINT
� 07 DEMO-FINAL �15 SEPT�IC INST�� � AL`L'� 22 FOLLOW-UP
= 09 PLUMBWG RI 23 SEP71�F AfN L 35 HARD COVER REMOVAL
J 10 PLUM8ING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS: SC�C1. C�j I � ►�c��� lJ�J2i.��✓i
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0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. �- pHOTOTAKEN
INSPECTOR WILL RETURN I� CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for he next i pe tion 24 hours in advance.473-73�J7
OwnerlCont c r n sit :
Inspector. �
White Copyllnspector's File Canary CopylSite Notice
N� ��� TIME
CITY OF ORONO CALLED IN �
INSPECTION NOTICE SCHEDULED
PERMIT NO. cpJr�PL TEo ,,
ADDRESS � �� �
,� OWNER��t��J1�� CONTR.
� TELEPHONE NO.
� DESCRIPTION
L� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 0,�FINAL 14 SEWER HOOK-UP 06 PROGRESS
� �07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
� 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO MEET YOU:_YES_NO
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DATE TIME
CITY OF ORONO CALLED IN lO-I�( IO�dD
INSPECTION�OTICE SCHEDULED /�-Zo 9:fl0
PERMIT NO. /Z O%/ COMPLETED
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� DESCRIPTION /�Of,CGi�1 Lt,P
� 01 FOOTING MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WA�L BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q O5 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. y 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINA� 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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Call f he next i sp ction 24 hours in advance.473-73�J7
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